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Purpose
This paper aims to facilitate verification of computer modelling techniques for complex structures exposed to fire and to test the effect of some steel beams being left unprotected.
Design/methodology/approach
This paper describes a fire test conducted on a large-scale structure representing four corner bays of a typical multi-storey steel-frame office building.
Findings
A new and unexpected mode of damage occurred.
Originality/value
The test results indicate that an alternate reinforcement detail should be used in combination with unprotected beams.
© Emerald Group Publishing Limited
2016
Emerald Group Publishing Limited
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